DESIGN OF A PEDESTRIAN BRIDGE CROSSING OVER COLISEUM BOULEVARD
Author: Renan Constantino Chris Ripke James Welch | Size: 3.1 MB | Format:PDF | Quality:Original preprint | Publisher: Civil Engineering Program-Department of Engineering Indiana University | Year: December 11, 2009 | pages: 106
A major obstacle for pedestrians south of the IPFW campus is Coliseum Boulevard: a main arterial for the city of Fort Wayne which has an average daily traffic (ADT) of 50,000 vehicles a day. With this high of an ADT value, crossing by foot can not only be challenging, but it also can be dangerous. Thus, the civil engineering senior design group has proposed to build a pedestrian bridge over Coliseum Boulevard which would allow for easy, safe travel over this busy roadway. Cohering to the innovative design concepts of both the Willis Family Bridge and the Venderly Family Bridge which already exist on the campus, the new structure should be designed so that it too can be transformed into a landmark for the IPFW campus as the other two bridges have become.
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The size and number of water projects and other development activities which influence the hydrological cycle have reached such proportions that the majority of problems involved extend beyond the boundaries of the traditional disciplines of hydraulics, hydrochemistry, hydrology and hydrogeology. New scientific methods for the solution of the contemporary problems in water management include analogy, operation research, system analysis and cybernetics. The distinctive features of these methods are their emphasis on measurement and on the use of conceptual models described in quantitative terms, the verification of their theoretical predictions, and their awareness that concepts are conditional and subject to growth and continuous change. This new approach should be defined within the framework of water resources management, i.e. within a complex of activities whose objective is the optimum utilization of water resources with regard to their quality and availability and the requirements of society.
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The XV International Conference on Computational Methods in Water Resources (CMWR XV) was held in Chapel Hill, North Carolina, 13-17 June 2004. The conference was sponsored by the Department of Environmental Sciences and Engineering, School of Public Health, The University of North Carolina at Chapel Hill. This two-volume set represents the reviewed and edited proceedings of this meeting, including 156 papers. In addition, many posters were presented at the meeting, which are not included in this formal written record.
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